A hydraulic jump is formed in a 2 m wide rectangular channel carrying water at a flow velocity of 16 m/s. The velocity after the jump gets reduced to 25% of the initial velocity. What is the loss of energy (in m)?
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- Hydraulic structure A rectangular channel 10m wide carries 60 cumecs. If the energy Dissipated in the hydraulic jump occurring in the channel is 4.17 N.m/N. State the properties of the jump and design U.S.B.R. stilling basin with Sketch.[CE Hydraulics] 3. In a pipeline with converging diameter, will the gradient of the total energy line be steeper or milder than the gradient of the piezometric head line? Why?If the water which just fills a hemispherical bowl of 1.5 m radius be made to rotate uniformly about the vertical axis of the bowl at the rate of 30 rpm, how much will overflow in cu.m?
- a hydraulic jump occurs in a 3-m wide rectangular channel. the depth and the velocity after jump are 1.75m and 2m/s. what is the loss of energy in the jump. and if the length of the channel is 200 m determine slope of the channel.For a hydraulic jump in a rectangular channel the velocity and depth after the jump are known to be 0.8m/s and 1.75 m respectively. Calculate the depth before the jump, the energy loss and the power dissipated per meter width.Q1 What can we say about the ratio of specific potential and specific kinetic energy of a subcritical open channel flow?
- In Figure 6 is shown a siphon discharging water from reservoir A into the air at B. Distance 'a' is 1.8 m, 'b' is 6 m, and the diameter is 150 mm throughout. If there is a Total Head Loss is 1.5 m between A and the summit, and 1.5 m between the summit and B, Determine the rate of discharge in cubic meter per second.Example 4.4 A fully penetrating artesian well is pumped at a rate Q = 1500 m³/day from an aquifer whose storage coefficient and transmissivity are 4 x 104 and 0.145 m/min, respectively. Find the drawdowns at a distance 3 m from the production well after one hour of pumping and at a distance of 350 m after one day of pumping.A river with a nearly rectangular cross section goes through a lateral channel contraction due to the presence of a bridge, and the water surface elevation y decreases by 1m at the contraction. Assuming there is no energy loss through the contraction and the flow is not choked, how much would the velocity head change at the contraction? Is the flow subcritical or supercritical before the contraction? (hint: check the energy profile)
- ENVIRONMENTAL ENGINEERING ( Practice Questions) a). Suppose a well 0.36m in diameter has been pumped at a rate of 3,000cu.m/day for a long enough time that steady-state conditions apply. An observation well located 30m from the pumped well has been drawn down by 1.0m, and another well at 120m is drawn down by 0.4m. The pumped well extends completely through an unconfined aquifer 60.0m thick. GIVEN: For an unconconfined aquifer, Q = πK(h2c1 – h2c2) / [Ln(r1 / r2)] Determine the hydraulic conductivity, K. (7 marks) (ii) Estimate the drawdown at the pumped well. State any assumptions made. b). A confined aquifer 40.0 m thick has two monitoring wells spaced 400m apart along the direction of groundwater flow. The difference in water level in the wells is 4.0m (the difference in piezometric head). The hydraulic conductivity is 40m/day. Estimate the rate of flow per meter of distance perpendicular to the flow. C). Suppose the aquifer, which has a…9. The depth of flow of water at a section of a rectangular channel of width 2 m is 0.3 m. The discharge through the channel is 1.5 m3/s. Determine the height of hydraulic jump and loss of energy per kg of water.The depth of flow of water at a certain section of a rectangular channel 2 m wide is 0.3 m and the flow rate is 1.5 m3/sec. Determine whether a hydraulic jump will occur and if so, calculate its height and loss of energy per kg of water.